This paper discusses the importance of modeling bond-slip in the response
of reinforced concrete (RC) members. A displacement-based, reinforced
concrete beam fiber model with bond-slip is presented first. The
formulation is general and applies to both monotonic and cyclic loads.
It also extends to shallow beams strengthened in flexure by externally
bonded thin plates. Two main applications are presented to illustrate
the model characteristics and to show the importance of including
bond-slip in modeling reinforced concrete members. The first application
considers a RC column experimentally tested under cyclic loads and
previously modeled with a fiber element without bond-slip. The second
application considers a shallow beam strengthened with a fiber reinforced
plastic (FRP) plate. In both cases, the model realistically predicts
not only the strength of the members, but also their stiffness and,
in the case of the column, the hysteretic energy dissipated during
the loading cycles.
%0 Journal Article
%1 Spacone2000
%A Spacone, Enrico
%A Limkatanyu, Suchart
%D 2000
%J ACI Structural Journal
%K concrete reinforcement; slip beam bond
%N 6
%P 831--839
%T Responses of Reinforced Concrete Members Including Bond-Slip Effects
%V 97
%X This paper discusses the importance of modeling bond-slip in the response
of reinforced concrete (RC) members. A displacement-based, reinforced
concrete beam fiber model with bond-slip is presented first. The
formulation is general and applies to both monotonic and cyclic loads.
It also extends to shallow beams strengthened in flexure by externally
bonded thin plates. Two main applications are presented to illustrate
the model characteristics and to show the importance of including
bond-slip in modeling reinforced concrete members. The first application
considers a RC column experimentally tested under cyclic loads and
previously modeled with a fiber element without bond-slip. The second
application considers a shallow beam strengthened with a fiber reinforced
plastic (FRP) plate. In both cases, the model realistically predicts
not only the strength of the members, but also their stiffness and,
in the case of the column, the hysteretic energy dissipated during
the loading cycles.
@article{Spacone2000,
abstract = {This paper discusses the importance of modeling bond-slip in the response
of reinforced concrete (RC) members. A displacement-based, reinforced
concrete beam fiber model with bond-slip is presented first. The
formulation is general and applies to both monotonic and cyclic loads.
It also extends to shallow beams strengthened in flexure by externally
bonded thin plates. Two main applications are presented to illustrate
the model characteristics and to show the importance of including
bond-slip in modeling reinforced concrete members. The first application
considers a RC column experimentally tested under cyclic loads and
previously modeled with a fiber element without bond-slip. The second
application considers a shallow beam strengthened with a fiber reinforced
plastic (FRP) plate. In both cases, the model realistically predicts
not only the strength of the members, but also their stiffness and,
in the case of the column, the hysteretic energy dissipated during
the loading cycles.},
added-at = {2015-04-15T13:01:01.000+0200},
author = {Spacone, Enrico and Limkatanyu, Suchart},
biburl = {https://www.bibsonomy.org/bibtex/256a0d9b74c78dd78d7d2c954336f96b9/v.vitanov},
interhash = {d9a3e3b53f3e279a6afe8a4ff33289f4},
intrahash = {56a0d9b74c78dd78d7d2c954336f96b9},
journal = {ACI Structural Journal},
keywords = {concrete reinforcement; slip beam bond},
month = {November 1},
number = 6,
owner = {Vladimir.Vitanov},
pages = {831--839},
timestamp = {2015-04-16T09:20:21.000+0200},
title = {Responses of Reinforced Concrete Members Including Bond-Slip Effects},
volume = 97,
year = 2000
}